Loading...
FW-17-2766Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 38 NW 108 Street Miami Shores, FL 33168 - Permit Issue Date: 11'. Parcel Number 1121360110120 Block: Lot: Permit NO. FW -11-17-2766 Permit Type: Fence!Wall Work Classification.: PVC Fence Permit Status: APPROVED 012017 Expiration: 05/29/2018 Applicant DENNIS MADARANG Owner Information Address 38 NW 108 Street MIAMI SHORES FL 33168- 38 NW 108 Street MIAMI SHORES FL 33168- Phone Cell Contractor(s) SAMADA FENCE INC Phone CeII Phone (305)720-6344 (954)559-4355 Valuation: Total Sq Feet: $ 10,900.00 276 Approved: Comments: Date Approved: : Date Denied: Type of Construction: PVC Fence Classification: Residential Additional Info: PVC FENCE 6 HIGH 1 DOUBLE GAT Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $6.60 $4.14 $2.76 $2.20 $276.00 $9.00 $8.80 $309.50 1 Pay Date Pay Type Amt Paid Amt Due Invoice # FW -11-17-65715 11/30/2017 Credit Card $ 309.50 $ 0.00 Available Inspections: Inspection Type: Final Foundation Review Planning Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu - •onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC -LUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI' VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction zoni Futhe • re, I .-th•rize the above-named contractor to do the work stated. November 30, 2017 ner / Applicant / Contractor / Agent Bui n • % - . artment Copy Date November 2017 1 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 4NSPECT4ON.t4NE PHONE NUMBER: i305) 762-4949 BUILDING PERMIT APPLICATION ®BUILDING ELECTRIC 0 ROOFING RECEIVED NOV 21 2017 S 1� FBC 20'U Master Permit No. — R Cj2 Sub Permit No. 0 REVISION El EXTENSION ❑RENEWAL []PLUMBING 0 MECHANICAL QPUBLIC WORKS CHANGE OF 0 CANCELLATION El SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 39 N W 100 St City: Miami Shores County: Miami Dade Zip: 331 b$ Folio/Parcel#: 11 -213C:7 -01i- 0112-0 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Address: 3S N W (0 P sit City: Pl i C(IM I Sk0 eS Flood Zone: BFE: Pain IS load ararl JG NO FFE: Phone#: 767 8U -z a8 State: f L Tenant/Lessee Name: Phone#: Zip: :731 6 Email: CONTRACTOR: Company Name: Samada Fence, Inc Address: 110 W 31 St Phone#: 954-559-4355 City: Hialeah Qualifier Name: Sergio -AA. Samada State: FL Zip: 33012 Phone#: 305-720-6344 State Certification or Registration #: Certificate of Competency #: 11 BS00347 DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ 00 c( 00 Phone#: State: Zip: Square/Linear Footage of Work: Z) (o Type of Work: © Addition ❑ Alteration 0 New ❑ Repair/Replace 0 Demolition Description of Work: _PJe_ LLet_ AnCQ, (o (1.08 h ( (You *Pi cd -c. 10' w i d -t s l Y tic dad -c. LE L) .,/ Specify color of color thru tile: Submittal Fee $ Permit -Fee $ Scanning Fee $ Radon Fee $ 'CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Bonging Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this ( day of �5Vri/lke , 20 19- , by I tAnisikkaaaratt , who is personalry known to me or who has produced FUV/- identification and who did take an oath. NOTARY PUBLIC: as Sign: Print: Seal: 0�/,�•,, Nery Avila -�� yf'�= Commission ! FF 136164 *•� ' Expires: July 17, 2018 ***** ***:** ** eK Netaft************************ U� Signature CONTRACTO The foregoing nstrument was acknowledged before me this 16. day of 'l%CAIi'_(r e,s/ , 20 , by f fcj t 6 it»t , I'1 MQCC G , who is personalty known to me or who has produced- 'CC 17L identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review VS • Nery Avila Commission 1 FF 136164 Expires: July 17, 2018 Bonded ttlnl Aaron Notary ************************* Zoning Clerk 11/21/2017 OFFICE OF Property Search Application - Miami -Dade County HEP9 TY APPRAISER Summary Report Property Information Folio: 11-2136-011-0120 Property Address: 38 NW 108 ST Miami Shores, FL 33168-4311 Owner DENNIS MADARANG ELLEN CVEJANOVICH Mailing Address 38 NW 108 ST MIAMI, FL 33168 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,847 Sq.Ft Living Area 1,807 Sq.Ft Adjusted Area 1,820 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $198,007 $166,118 $166,118 Building Value $166,785 $168,896 $97,560 XF Value $0 $0 $0 Market Value $364,792 $335,014 $263,678 Assessed Value $342,049 $335,014 $214,448 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $22,743 $292,049 $285,014 Non -Homestead Cap Assessment Reduction Exemption Value $25,000 $49,230 Homestead Exemption $25,000 $25,000 $263,678 Second Homestead Exemption $25,000 $25,000 $0 Note: Not all benefits are applicable to all Taxable Values (Le. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 4 BLK 211 LOT SIZE 75.000 X 123 OR 14726-374 0990 1 Generated On : 11/21/2017 Taxable Value Information Previous Sale 20171 2016i 2015 County Exemption Value $50,000 $50,000 $0 Taxable Value $292,049 $285,014 $214,448 School Board Exemption Value $25,000 $25,000 $0 Taxable Value $317,049 $310,014 $263,678 City Exemption Value $50,000 $50,000 $0 Taxable Value $292,049 $285,014 $214,448 Regional Exemption Value $50,000 $50,000 $0 Taxable Value $292,049 $285,014 $214,448 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/06/2015 $460,000 29597-2409 Qual by exam of deed 09/27/2013 $225,000 28876-0821 Qual by exam of deed 09/27/2013 $210,000 28867-3574 Affiliated parties 02/15/2011 $210,000 27590-4055 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: STATE OF (FLORIDA) COUNTY OF SDA©E) The undersigned Affiant, Miami Shores Village Building Department SURVEY AFFIDAVIT 02innis ivladarafig, does hereby attest that 10050 N.E.2nd Avenue Miami Shores, Florida- 331388 Tel: (305) 795.2204 Fax: (305) 756.8972 (Property owner) The attached survey, performed by (Name of surveyor's company) For address: 3c3 N l) lOca < U't ctVrti Sk a r<s f C 33( , Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, '14.nt say eth naught. SAAi i Prope •caner ignature ;,r/liekVS Property Owner Print Name SWORN TO AND SUBSCRIBED before me this 1 (0 day of /JOUJetr'e✓ LG(t' Affiant is personally known to me, ,/ produced f{ k7L. as identific.tion. ;., Nery Avila - • �•� Commission # FF 136164 Expires: July 17, 2018 Revised on 5/22/2009/ Revised on 6/12/09 °4;F R,„ Bonded thru Aaron Notary otary c\N su- za cip P7ERMIT #: Miami Shcres Village r • . :•• . . . ... •• • ••• • • • • • •• • • •. • • ••• • • •• • • ••• APPROVED BY DAT] ZONING DEPT Bi DG DEPT SUBJECT ID COMPLIANCE WITH ALL FEDERAL • • • • •• •• • • • • • • • • • • • • • • • • •• • ••• ••• ••• ••• STATE ANJiCI� , D REGULATIONS 1 " (PS • •••• •• • •• • • • • • • ••• • •• • • • •• ••• •• • • • • • • • • . • • • • . • k- ,� sFMIf i xNCE 2 z c7 Its pR MI A 2 w a, -B-15 'ii 37.50 ® r • •••' • ••• • • ♦• . • .• • • • •. 0 2482 WEST 72nd STREET HIALEAH. FLORIDA 33016 PHONE: 786.118.1018 FAX: 305.817.9709 EMAIL: foseteniul lalLoom a A l eURv8TIRQ w VZCE$. MO. TYPE OFPROJECT: BOUNDARY SURVEY SCALE: 1"- 20' PROJECT LOCATION; 38 N. W. 108th STREET CITY, STATE & ZIP CODE MIAMI, FLORIDA 33168, US NOTE: ONLY VALID WITH PAGE 2 DA 0/17/13 DRAWNSY: L.R. RLE NO: 1 38-1,T PROJECT No; JAF 38-13 SHEET: 1 2 SHEETS CERTIFIED TO: 1. MIAMI PROPERTIES LEGAL DESCRIPTION: Lot4, Block 211 of 'DUNNING'S MIAMI SHORES EXTENSION N'7,' o Page 33 of the Public Records of Miami -Dade County, Florida. • •. ►♦ • . a •..� I • • • • • MALE: 1'4100' A � • • • ...•• •I •• •. •• •• - •• •• • • • • 1 E a •.• •• w--3 • Fences Good Side Out. The vertical and hot9cft1�l'i'O: 11-2138-011-0120 supporting members of a fence shall face the interior of the p!ot on which the fence is located and the finished side shall face the adjoining &iZ#It rt figt-61f-t4a 'ded in Plot Book 52 at • • •• >3 F t N ACD N 4f e'' ' II •41 7.r S AA 10 b N 7473 N. W. 14108rHSTAEE 469.74f ' JOB ezT 1.241 74. 74. LOCATION MAP SURVEYOR'S NOTES: SCALE: 1'100' 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBUC RECORDS WAS MADE BY THIS OFFICE. 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC VERTICAL DATUM) OF 1929. 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND ENCROACHMENTS. 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH RECORD DATA UNLESS NOTED. 5. THIS SURVEY WAS PREPARED FOR CONSTRUCTION PURPOSES PERMITTING. PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES, IN ALL CASES. DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 5J-17 OF THE FLOROA ADMINISTRATIVE 472.027 CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) •••• • • •• •• • • • • •.•.. • • ..••. •.•••• • • • dDWFWATIQXS 410 LEGEND riaLmiummoommon : ri3r'.1111111111111111111111111141..1 f�lrJmm Stf: :1.11•111111111111111.• ,.141.+ dL3� x10111' JUN I 41 :" •7..'ri.7li 1 ,., y,, 1� IAIIIILV:AILQ.11.111111111.1111111.1.1111 113a al/N LITVID t�M� Sr'a!t•ti �.!IJ.' 0111OIM1tt111111111•IS MiAll11110.I:EMISTJEJAMEMS among talwak 11 'T.1'TVA10'1:41EIT' MIIImotrairommumm 41%41' Ellir I+ LINIaL Ida:Ilt1.a WINS La� 11.1IE*..,01 t1!L•iLltti:# 11;g1;T111181 .11..4 4r LL3#IiL;11.1 xi�x'x•' WM. (.1.3(S1r.Alr ;lA1Mt":'i,R.'ai/'^ x."dam UM. ,..0.11111111111111111111111 ULNA t.A41a�1;- - 41m.:bn.•'11.il17C''•':I/ 113.M.S.2tAlliArsi:bimmp Ng ,1, . 01841111118ffriT3111111111114181814.11 attaminiWi 'n*s4'••xtt� Tai _ 1[Doil I l 0:1■8111141111II■11111 ®Rj P:..4131:cam Cr7 : ®• AR CONDITIONER • 63 4 Cal NA in CATOi ten .DDNati 410•.41 • Q •.IX1pM�T�tlydyl� vp. i • tsst in AETi# • • •••• • • •••• (04.-004 gam 6..1181W i•PACE ,.. • • • 4024T Pal • • ••••►• • . 411 • . •••11 •e•• • •E 0••• • • 1ER ® .UEC1l9C • " ql+- ids iii • . ,. • •• P&*tR a &tit Box :••• .••• FLOOD ELEVATION INFORMATION: DATE OF FIRM 09/11/2009 COMA UNWTYNa 120652/ VILLAGE OF MIAMI SHORES* PAWL 0302 storm L ZONE: X BASE F1.000 ELEVATEOIk N/A SOURCE OF ELEVATION BENCHMARK No: N-567 ELEVATION: 10.54 1 HI1EBT CaRIFY THAT ROS SORYET NAS IWI PIIEPMO Br INE OFFEE OFFSHOTI MESS ND THAT H A• THE ARMOR OF RESPONSta1x CHARGE FOR NOTE oRER DWI SAD OWE Aoa11WNiT; THS SURIET WETS NO/OR MEDS HE IRMO ROHM STAIOAIOS AS EET FOR1H N (O0P1111 $ -17 OF RE RAMA AD INS1RATIE 472027 CO AMMO ' -+ TION 472.027 OF INE FLORIDA MARES) IMO IMMO SUMO II AID SNIPER TUNA IE£MSE 110.: 5044 MOT OLD MRIWT RE SCRAM NO INE CR OKE RAM SE& Cf TIE MIKA UMW) SUKYORMIKR RATED ABM V >f>l�lW,W47/&,-je,/,;v l�rrlr.Vii.///// m////mr�rrr�, //% } ,o. II T — T — T —T — (2_,c HR � ( LP (BD (PF) 6'-0" Center to .enter Post Spaci ig Fences 3.4c S d Ou . The vertical rd Vol . r t- supporting -tubers of E fen 3e s far,? Ill interior y)f th p c- wt•, .7h thcd farce is k and the fir shed s sh^JI faces the adjci .r Ic' or a_ y abutter riq of way. Grade II I L ••s.., /' / • N."\%>\&X7 41e,°\/4"4" 611 • • • • J Nkmr >0>\ VW/ >sW>W\vY This design complies with FBC 2014R 4501.17 .set iatchirg& latch heigitat59raffmlhimum. Fence Wholesale, LLC 1320 Stirling Road Unit 5A Dania Beach, Florida 33004 Phone: 954.933.5280 Fax 954.581.1978 • • • • • •• • • • • • k-- 5-1/2" or 7" 730 0 0 a`) , `magi >a) DESCRIPTION io Maximum (BD) ;6. MIL .. Elliia. NLATIMEMINIMINEMli 7/8" x 11.3"or 6' (I - R) .00. Drop Rod • Rod with guide, self tapping #10 x 3/4" Hex Head screws Lattice Option Gate Frame 2"x6" Fully welded mitered comers U (GP) Gate Post 5"x5" 0.250 Wall ( HI) X a) - Self Closing, self tapping #10x3/4' Hex Head screws (HR) r TxTar1-12'x 5-10 6'-0" TA z ( LA) Latch N E Self -Latching, self tapping #10 x 3/4' Hex Head screws LA This design complies with FBC 2014R 4501.17 .set iatchirg& latch heigitat59raffmlhimum. Fence Wholesale, LLC 1320 Stirling Road Unit 5A Dania Beach, Florida 33004 Phone: 954.933.5280 Fax 954.581.1978 • • • • • •• • • • • • This design complies with FBC 20148 4501.17 when used around pools for self-closing annd self -latching & latch height at 54' aff minimum. T — T — T -- — — 'Drawn Gate Details Scale: 1/2" = (Typical - Single or Double) ID DESCRIPTION SIZE REMARKS (BD) ;6. MIL .. Elliia. NLATIMEMINIMINEMli 7/8" x 11.3"or 6' 0`" • �•�.�.��������• .00. Drop Rod • Rod with guide, self tapping #10 x 3/4" Hex Head screws Lattice Option Gate Frame 2"x6" Fully welded mitered comers C (GP) Gate Post 5"x5" 0.250 Wall ( HI) Hinge - Self Closing, self tapping #10x3/4' Hex Head screws (HR) r TxTar1-12'x 5-10 6'-0" ( LA) Latch N E Self -Latching, self tapping #10 x 3/4' Hex Head screws LA ( LP ) Line Post 4 Fa - 0.150 WaII ( PC) Post Cap Fd to Post - (HR) (HR) (PF ) Post Footing 12'0 x 24' 2,500 psi concrete (RE) Receiver 12'0x12' (GP) \ shall not be used for applications that require safety rails or barriers. • No changes are allowed without written authorization from the Architect. • All exposed visible ends shall be provided with caps or covers. • All rails shall be notched twice on each side. • Vertical members shall remain continuous for the full height of each leaf of the gate. • All gate comers are to be fully welded. GENERAL NOTES (Installation): • POST © GRADE: Anchored in (2,500 psi) concrete. GENERAL NOTES (Materials): PVC: • All PVC extrusions shall be made of PVC Resin ASTM 1784 unless noted otherwise. Flexural Strength = 9,700 psi. CONCRETE: • All concrete used for footings or post grout shall reach a compressive strength of 2,500 psi within 7 days. SOIL: • All surrounding soil used for structural installation purposes shall be well compacted by mechanical means to optimal density and shall be free of deleterious or organic materials. FASTENERS & ACCESSORIES: • All fasteners shall be A300 non-magnetic alloy, stainless steel, or other corrosion resistant material unless specified otherwise. • Any hinge or latch shall be of structural quality molded polymers or or zinc coated metal and shall be installed in accordance with manufacturers recommendations. • Drop rod may be pipe style or pre -manufactured style. 5"x5"x.150" Post (LP) X (BD) Rail (Any Type) Rail notch (crimp) Detail N (GF) \ (DR) \ (RE) (H1) \ (PF) r'.,rlr This design complies with FBC 20148 4501.17 when used around pools for self-closing annd self -latching & latch height at 54' aff minimum. T — T — T -- — — 'Drawn Gate Details Scale: 1/2" = (Typical - Single or Double) ID DESCRIPTION SIZE REMARKS (BD) ;6. MIL .. Elliia. NLATIMEMINIMINEMli 7/8" x 11.3"or 6' 0`" • �•�.�.��������• .00. Drop Rod • Rod with guide, self tapping #10 x 3/4" Hex Head screws (----) Gate Frame 2"x6" Fully welded mitered comers C (GP) Gate Post 5"x5" 0.250 Wall ( HI ) Hinge - Self Closing, self tapping #10x3/4' Hex Head screws (HR) r TxTar1-12'x 5-10 6'-0" ( LA) Latch N E Self -Latching, self tapping #10 x 3/4' Hex Head screws Maximum ( LP ) Line Post 4 Fa - 0.150 WaII ( PC) Post Cap Fd to Post - This design complies with FBC 20148 4501.17 when used around pools for self-closing annd self -latching & latch height at 54' aff minimum. T — T — T -- — — 'Drawn Gate Details Scale: 1/2" = (Typical - Single or Double) Dr1ng# Component Schedule and General Notes Scale: Not to Scale. 8 m 0 a: 0 O 0 0) ▪ CO N N 0, .p NY N O O N 0 n n 0 co co -0 a) 0) (ts 0 0 E a) 0 17Fencing-P1.0 Avg F 0) 0 0 0 ca co U) c a) U a) tL U a CD P 1.0 ID DESCRIPTION SIZE REMARKS (BD) Board 7/8" x 11.3"or 6' Tongue and Groove Board (DR) Drop Rod 1/2' 0 Rod Rod with guide, self tapping #10 x 3/4" Hex Head screws (----) Gate Frame 2"x6" Fully welded mitered comers (GP) Gate Post 5"x5" 0.250 Wall ( HI ) Hinge - Self Closing, self tapping #10x3/4' Hex Head screws (HR) Horizontal Rail TxTar1-12'x 5-10 Ribbed Horizontal Rail ( LA) Latch 4"x 4" Self -Latching, self tapping #10 x 3/4' Hex Head screws ( LP ) Line Post 5'x 5' 0.150 WaII ( PC) Post Cap Fd to Post - (PF ) Post Footing 12'0 x 24' 2,500 psi concrete (RE) Receiver 12'0x12' Galvanized steel pipe GENERAL NOTES (Design): • Design (Decorative barrier at grade) complies with the requirements of the FBC 2014, 5th Edition & ASCE 7-10, Vult= 122 MPH (Category I, 3 second gust), Exposure D. • LIMITATIONS: Gate shall be securely locked in place during High Velocity Wind Events > 75 mph. Gate is designed & engineered as a dual leaf but may also be a single leaf using a gate post on each side with a latch and pair of hinges. • Gate may be installed single or double up to the maximum widths of each leaf. • The design of this fence is to be used for perimeter enclosure of spaces at grade only and shall not be used for applications that require safety rails or barriers. • No changes are allowed without written authorization from the Architect. • All exposed visible ends shall be provided with caps or covers. • All rails shall be notched twice on each side. • Vertical members shall remain continuous for the full height of each leaf of the gate. • All gate comers are to be fully welded. GENERAL NOTES (Installation): • POST © GRADE: Anchored in (2,500 psi) concrete. GENERAL NOTES (Materials): PVC: • All PVC extrusions shall be made of PVC Resin ASTM 1784 unless noted otherwise. Flexural Strength = 9,700 psi. CONCRETE: • All concrete used for footings or post grout shall reach a compressive strength of 2,500 psi within 7 days. SOIL: • All surrounding soil used for structural installation purposes shall be well compacted by mechanical means to optimal density and shall be free of deleterious or organic materials. FASTENERS & ACCESSORIES: • All fasteners shall be A300 non-magnetic alloy, stainless steel, or other corrosion resistant material unless specified otherwise. • Any hinge or latch shall be of structural quality molded polymers or or zinc coated metal and shall be installed in accordance with manufacturers recommendations. • Drop rod may be pipe style or pre -manufactured style. 5"x5"x.150" Post (LP) X 1-1/2" Rail Crimp Notch Rail (Any Type) Rail notch (crimp) Detail Dr1ng# Component Schedule and General Notes Scale: Not to Scale. 8 m 0 a: 0 O 0 0) ▪ CO N N 0, .p NY N O O N 0 n n 0 co co -0 a) 0) (ts 0 0 E a) 0 17Fencing-P1.0 Avg F 0) 0 0 0 ca co U) c a) U a) tL U a CD P 1.0